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Home My WebLink AboutFOUR WAYS BLK 1 LT 1Four Ways Block 1 Lot 1 #015-082-01 Municipality of Anchorage f Community Development Department JUL 8120130 On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131075 PID Number: 015-082-01 ❑ New ®Upgrade Name: JEFFREY LIPSCOMB ABSORPTION FIELD ® Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address: 9921 MAIN TREE DRIVE, ANCHORAGE, AK, 99507 ❑ Other Phone: (907) 346-2526 No. of Bedrooms: 3 Soil Rating: 1.0 GPD/Sq. Ft. Total Depth from original grade: 10.0 MAX Ft LEGAL DESCRIPTION Depth to pipe invert from original grade: 3.0 MAX Ft. Gravel depth beneath pipe: 7.0 Ft. Subdivision: FOUR WAYS Black: Lot; 1 1 Fill added above original grade: SEE DWG. Ft. Gravel length: 45 Ft Township; Range: Section: Gravel width: We Number of line Dietance between line: SEPARATION DISTANCES Total absorption area: 630 SD. Ft. umber of trenches: 1 Dist. between trenches: — Ft. To From Septic Tank Absorption Field Lift Station Holding Tank Publio/Private Sewer Lines Well too'+ 100'+ — — 25'+ TANK ® Septic ❑ S.T.E.P. ❑Holdin ❑Other Manufacturer: Capacity: Surface Water 100'+ 100'+ - — ANCHORAGE TANK 1000 cal. Lot Line 5'+ 10'+ - - N/A Material: STEEL Number of companments: 2 Foundation 5'+ to'+ - - LIFT STATION Curtain DrainNONE KNOWN Manufacturer. capacity: — — Gal. Remarks: 'Pump on' level at: Pump off' level at: High water alorm at: OLD SEPTIC TANK WAS DECOMISSIONED PER UPC Pump Make & Model: Electrical Inspections performed by: PIPE MATERIAL House to tank C.I. Tank to D3034 drainfield Installer A+ HOME SERVICES / Drainfield D3034 CO MT D3034 Inspector GEG, Ltd. BENCHMARK (Assumed elevation) 100.00 Ft Inspection Dates: 1st 6/17/13 2nd 6/18/13 Location and Description: 3rd 4th TOP OF GARAGE SLAB, NE CORNER Community Development Department Approval Conditional approval: Date: ENGINEER'S SEAL _0060000 9 7.4p ......................... D •.Je r A Go ess. 0 Approved: � Date:/ 4'1_3 P —.7/ eoO oo4�4pQ, r fes6 n& o moa OOo00 I PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: - 05P131075 015--082-01 W Fy- LLJ LLJ D_ Z Q - - E. 99TH AVE T c25% 51 -OFFS MT2 TM#1 OT2 DBL2 DBL1 FOUR WAYS; BLOCK 1, LOT 2 I TRENCH CONNECTED FLOW DIVERTER AS RESERVE SITE N 1000 GALLON \ SEPTIC TANK C GARNESS ENGINEERING A B ST1 31.09 41.92 ST2 35.65 48.20 DBL1 39.71 52.26 DBL2 40.64 53.03 FD 41.19 53.43 OT1 35.57 39.28 OT2 66.98 80.73 C01 69.7 64.70 MT1 70.25 65.16 CO2 69.28 78.00 MT2 70.31 78.92 - - E. 99TH AVE T c25% 51 -OFFS MT2 TM#1 OT2 DBL2 DBL1 FOUR WAYS; BLOCK 1, LOT 2 I TRENCH CONNECTED FLOW DIVERTER AS RESERVE SITE N 1000 GALLON \ SEPTIC TANK C GARNESS ENGINEERING GROUP, . CONSULTANTS& GENERAL CONTRACTORS �""' '• • •' "" "'"""" 3701 E. MOOR ROAD, SURE 101 • MlCHOWE, M 98507 - PH E (907)337-91M • FM (907)338-3248 YIEBBIIE: 1.,.mxnn9M1w,4g.wm a PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • • • • • . . . . • . • . • • . • • • • BRAD LIPSCOMB 346-2526 2 OF 3 O p '• Y Go ess, LEGAL DESCRIPTION: FOUR WAYS; BLOCK 1, LOT 1 DRAWN BY: Q�y. CE— A. J. G. nG TYPE OF WORK: DATE: 440000p00o_O�0 AS—BUILT DRAWING OF SEPTIC UPGRADE 6/24/2013 (Rev. 01105) PERMIT NUMBER: PARCEL ID NUMBER: OSP131075 AS -BUILT DRAWING 015-062-01 FINAL GRADE = 100.17-100.36 ST1 ST2 TOP OF TANK r P OF TANK AT INLET = 94.81 TLET = 94.85 NEW 1000 GALLON INVERT OF BUNG SEPTIC TANKRT OF BUNG AT INLET = 94.38 TLET = 94.13 FINAL GRADE = MT GO GRADE 96.11_97.71 —� /—ORIGINAL = 95.41 FABRIC INVERT OF PIPE = 92.41 BOTTOM OF ENCH = 85.41 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 77.41 (DRY) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS - �....:... .. .. .. .. ........ 3101 E N90R ROW. SURE 191 • MCFbWC M 995M s PWNE (99])33)-6179 • FM (99»338-3216 M'ID M- vwv.ganp9n9=��n9Pom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •••••......•..•••• JEFFREY LIPSCOMB 907-346-2526 3 OF 3 �Q G ness, LEGAL DESCRIPTION: DRAWN BY:Q �; CE—r795 6m� FOUR WAYS S/D; BLOCK 1, LOT 1 A.J.G. �"No-e 4%ZV 1;' c�d4o 60 TYPE OF WORK: DATE: 4�Q444p�OOoo� PROFILE AS -BUILT OF SEPTIC UPGRADE 6/24/2013 (Rev. DIM) On -Site Wastewater Disposal System Permit Permit Number: OSP131075 Tax Code Number: 01508201000 Work Type: Septic Permit Effective Dates: May 09, 2013 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 to May 09, 2014 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: FOUR WAYS Site Legal Address: FOUR WAYS BLK 1 LT 1 G:2439 Owner/Address: LIPSCOMB JEFFREY W 9921 MAINTREE DR ANCHORAGE AK 995076710 Site Mailing Address: 9921 MAIN TREE DR, Anchorage This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank All construction must be in accordance with: Lot Size in Sq Ft: 50400 Total Bedrooms: 3 N Privy N Private Well N Water Storage 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: The permit includes waiver OSP131076 allowing the drainfield to be 35 feet from a 25% or greater slope. Receive( Issued B Municipality of Anchorage a°` t P.O. Box 196650 • 4700 Elmore Road 4 ` Anchorage. Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 Department http:/lwww.mu ni.ora/Onsite Development Services Division On -Site Water and Wastewater Proaram **** VARIANCE/WAIVER REVIEW **** Waiver#: OSPI31076 COSA#: Permit#:OSP131075 PID#: 015-082.01 Legal Description: Four Ways, Block 1, Lot 1 Engineer: Garness Engineering Grouu Applicant: Brad Lipscomb Your request for a waiver of the required 50 feet horizontal separation from the absorption field to a 25% or greater slope has been approved. The approved separation distance is 35.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of non -objection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. ...........................................................0009................ Waiver is Granted: X Waiver is not Granit/e//d: Date: S °i Approved by: 4 Name of Reviewer ............................................................................... Rec#: 07043G Amount: $200.00 Date Paid: 5/3/2013 **** VARIANCEIWAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development DepartmentPhone: 907-343-7904 • Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 015-10U-Ol Property owner(s) BRAD LIPSCOMB Day phone 346-2526 Mailing address 9921 MAIN TREE DRIVE *ANCHORAGE, AK Site address 9921 MAIN TREE DRIVE *ANCHORAGE, AK Legal description (Sub'd, Block & Lot) FOUR WAYS; BLOCK 1, LOT 1 Legal description (Township, Section & Range) Lot Size ❑ APPLICATION IS FOR: (Pall that apply) ❑ Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Sq. Ft. Number of Bedrooms 3 APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: TYPE OF DEWELLING: Single Family (SF) (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) SLOPE WAIVER Distance: 35 FEET I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: 530— Waiver Fees: ,2M Date of Payment: 43_h Date of Payment Receipt Number: OI N 3 G Receipt Number: 01 O(43C Permit No. 0'_703 1a15 Waiver No. 651?1 3 I Q7 G (Rev. 01/11) April 29, 2013 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic Upgrade for Four Ways; Block 1, Lot 1; To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The existing septic system is in a state of failure and needs to be upgraded. We are proposing to install a new 1000 gallon septic tank and a deep trench type drainfield. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. We are proposing to use the existing insitu sandy soils as a sand filter (see attached soil sample). 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY & SLOPE WAIVER: As can be seen on the attached topo drawing the topography around the drainfield is 35% running southeast to northwest. All slopes greater than 25%, and within 35 feet of the proposed drainfield will be filled in with soil, to create a slope no greater than 25%. In short, we are requesting your department issue a 35 foot waiver to a slope greater than 25%. As can be seen on the attached drawing, at a 25% slope (starting 2.5 feet above the drainfield) the potential point of daylighting is greater than 50' horizontally from the drainfield. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have anyAuestions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. 3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com — 1C )0..%U RAA MUSS' WELLI ( ROCKHILL; BLOCK 4, LOT,, C_sePri oc�°Nl N \ , f ROCKRILL; BLOCK 4, "IT -1 0 _ _ DE SPIRITO S/D; I I LOT 1 II I w f I oz \ I I I \f I I x I I\ 1 \ I \ f �I I—II Q1 ROCK HILL; TRACT B f 1 10N WELA�FTGN WELL 1 I \ VALLI VUE / ES ES �2; v / BLOCK�3IQT Z / 24 i DE SPIRITO S/D; LOT 2 DE SPIRITO S/D; LOT 3 ST - 9 9 t h �_----_ ,-- FOUR WAYS; BLOCK 1, LOT 2 I I / f —7 ----------- — VALLI VUE ESTATES #2;r J L -I BLOCK 5, LOT 1 J L----'— COMMUNITY WATER r J LAI VALLI VILE / ESTATES #2; / N BLOCK 5, LOT 2 / COMMUNITY WATER / / I SCALE: 1" = 100 VALLI VUE BLSTAOCK T5, LOTS 7 COMMUNITY WATEf GARNESS ENGINEERING GROUP, Ltd ..:::,.. CONSULTANTS & GENERAL CONTRACTORS 701 E. WDOR R . SURE 101 * PAOHOWE, N( 99507 •PHONE (97)337-6179 • FM (907)338-3246 WEBSRE. ww.gama ngla.6 . PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BRAD LIPSCOMB 346-2526 E OF LEGAL DESCRIPTION: FOUR WAYS; BLOCK 1, LOT 1 : OF WORK: SITE PLAN— TOPO FOUR WAYS; BLOCK 1, LOL 3-- / / a / 3 / I o I t VALLI VILE #2; VALLI VILE BLOCK 5, LOT 8 / / 2 BLOCK 5, LOT 9 \ COMMUNITY WATER a \ \ \1 w 3 o \ \ I I 1 I 1 ST - 9 9 t h �_----_ ,-- FOUR WAYS; BLOCK 1, LOT 2 I I / f —7 ----------- — VALLI VUE ESTATES #2;r J L -I BLOCK 5, LOT 1 J L----'— COMMUNITY WATER r J LAI VALLI VILE / ESTATES #2; / N BLOCK 5, LOT 2 / COMMUNITY WATER / / I SCALE: 1" = 100 VALLI VUE BLSTAOCK T5, LOTS 7 COMMUNITY WATEf GARNESS ENGINEERING GROUP, Ltd ..:::,.. CONSULTANTS & GENERAL CONTRACTORS 701 E. WDOR R . SURE 101 * PAOHOWE, N( 99507 •PHONE (97)337-6179 • FM (907)338-3246 WEBSRE. ww.gama ngla.6 . PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BRAD LIPSCOMB 346-2526 E OF LEGAL DESCRIPTION: FOUR WAYS; BLOCK 1, LOT 1 : OF WORK: SITE PLAN— TOPO FOUR WAYS; BLOCK 1, LOL 3-- / / a / 3 / I o I t VALLI VILE #2; VALLI VILE BLOCK 5, LOT 8 ESTATES 2; BLOCK 5, LOT 9 COMMUNITY WATER COMMUNITY WATER AwN er: ijo9 CE -795 PNB 4sre '' .,��ar�J;3'' E: 440Bd prof e s sloto\ 3/20/13 NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD): 450 GPD PERCOLATION RATE/S: <1 MIN/INCH PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SO.FT.: 450 SOFT. DRAINFIELD DESIGN: MAXIMUM DEPTH OF EXCAVATION: 12 FEET WIDTH: 2 FEET LENGTH: 45 FEET M.O.A. APPROVED SAND FILTER: ' EFFECTIVE: 7 FEET REDUCTION FACTOR: N/A ACTUAL SQ.FT.: 630 SQ. FT. 'PROPOSED USING EXISTING INSITU SOILS AS SAND FILTER. NOTE: PLACE FILL ON SLOPES OVER 25% AND WITHIN 35 FEET, DOWN SLOPE OF THE PROPOSED DRAINFIELD LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND NOTE: THE CONTRACTOR SHALL HAVE THE EAST LOT LINE, AND ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. TH#1 EAST\ 99th FOUR WAYS; BLOCK 1. LOT 2 ��-EXISTING DRAINFIELD TO BE USED AS ALTERNATE SITE -EXISTING SEPTIC TANK TO BE DECOMMISSIONED PER / UPC. PROPOSED NEW 1000 GALLON SEPTIC TANK. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS = ' 3701 E NOOK 9010. SUIE 101 • A HO9IGE. 11( 99507 • PHONE (907)33/-81>9 • FM (907)338-3248 � MEB51lE .ypmem�pl Mg.cwn PREPARED FOR:PHONE NUMBER: PAGE NUMBER. BRAD LIPSCOMB 346-2526 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: FOUR WAYS; BLOCK 1, LOT 1 PNB TYPE OF WORK: DATE: SEPTIC DESIGN UPGRADE 4/26/13 (Rev. 01NO) ISTALL FCO IF ONE IS NOT PRESENT 4 T* ff A. Gorn ss.: o 9S.., E coG 9� p��e% 1:3' � o VALLI \ ESTATES BLOCK 5,2 WATE rFE J L�VALLI U I UE VILE ESTATES #2; VALLI VUE ES EST2t 9 C�nke was ES OTS _OT 2 /) 7 / DE SPIRITO S/D;/SPIR gLOCKESTAT5, LES 9 COMMUNITY WATERWATER SPIRITO ^ / E SPIRITO S D; / r _ 100 WELL RgqppIUS WELL CERERA�COZATTOR i LOT 1 LOT 3 I ' oo6`�Op I 021 q., F I\ ROCKHILL; BLOCK 4, LOT\9 // // m / 1I/ CX10 \ r I /LOCATION) r r o r 1 \ o ROCKHILL; BLOCK 4, / OUR WAYS; LtST-1O 2 FOUR WAYS; ' j\A \ - BLOCK 1, LO. 3-- \ I ROCKHILL; TRAC 10 WELL RADIUS WELL — —. — � / VALLI VUE I r ESTATES #2; v/ VALLI VILE BLOCI(�3-LQT ESTATES #2; r I 24 / B OCK 5. LOT 1-'- VALLI \ ESTATES BLOCK 5,2 WATE rFE J L�VALLI U I UE VILE ESTATES #2; VALLI VUE ES EST2t BLOCK 5, LOT 8 ES OTS _OT 2 /) 7 / COMMUNITY WATER gLOCKESTAT5, LES 9 COMMUNITY WATERWATER / ^ / ' oo6`�Op �F q., F a��oR GARNESS ENGINEERING GROUP, Ltd- ... .... .:.: CONSULTANTS & GENERAL CONTRACTORS 1701 E. NDOR ROAD, SUITE 101 ANCHORAGE. AX 99507 *PHONE (907)3]]-6179 • FAX (907)336-3M • WE ITE: ww .9amw malne dn9.ca PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BRAD LIPSCOMB 346-2526 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: FOUR WAYS; BLOCK 1, LOT 1 PNB TYPE OF WORK: DATE: SITE PLAN— TOPO 3/20/12 wa ryj;&Wa jPP f r% Garne p X14 FEET 45 FEET Sq, 2Sq, �- 209 SCALE: 1"=10' GARNESS ENGINEERING GROUP, Ltd. I ,----.- : -= CONSULTANTS & GENERAL CONTRACTORS-== -- ....--=r ....... 1 E MOOR ROAD, SURE 101 - ANCHORAGE, M 99507 •PHONE (907)337-6179 • FAX (90)1138-34N6 • WEfi3RE: WwnmmmennnLunn'nn �� BRAD LIPSCOMB LEGAL DESCRIPTION: FOUR WAYS; BLOCK 1, LOT 1 OF WORK: WAIVER 'NE NUMBER: PAGE NUMBER: 346-2526 1 4 OF 4 ME 3 \4 y GARNESS ENGINEERING GROUP, Ltd, CONSULTANTS 8. GENERAL CONTRACTORS=, i01 E. NWR RO , SURE 101 * MCHOWE, M. 99507 • PHONE: (907)337-6179 • FM: (907)338-3218 • W BSM,- ga.ea nginme r SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: FOUR WAYS S/D; BLOCK 1, LOT i PERFORMED DEPTH FOR: BRAD LIPSCOMB DATE 4/19/2013 DRY 4/26/13 (feet)=_= ORGANICS TEST HOLE #1 1 6" — 2 6:01 3 0" 6" SOIL CLASSIFICATIONS 2 6:01 — 6" — 4 6:04 3 GW E ORG 3 5 6:04 :ii GP ML 6" — 6 GM CL 4 0" 6" GC OL 6:08 — 6" — SW MH 5 6:12 4 0" • : SP CH 9 6:12 — SM ON 6 10 6:16 SC 1 SP DEPTH TO GROUNDWATER DATE DRY 4/19/2013 DRY 4/26/13 4/19/2013 1 5:58 — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/19/2013 1 5:58 — 6" — 2 6:01 3 0" 6" 3 6:01 — 6" — 4 6:04 3 D" 6" 5 6:04 — 6" — 6 6:08 4 0" 6" 7 6:08 — 6" — 8 6:12 4 0" 6" 9 6:12 — 6" — 10 6:16 4 0" 6" 11 6:16 — 6" — 12 1 6:20 1 4 0" 6" 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6.0 FT. AND 7.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ANDREW GRAY COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFO MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: mei MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ( ENVIRONMENTAL ENGINEERING DIVISION 87.5 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONTE-T-UN EW St_cwiLD-,',i,5)2k• UPGRADE MAILING ADDRESS LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS Well Absorption area Dwelling PERMI NO. 1 Saes DISTANCE TO: ate-�1 t- 2 Manufacturer l MatersO, j No. of comprtments W Lam' U Liq, capacity in gallons to IF HOMEMADE: Inside length Width Liquid depth Z DISTANCE TO: Well T Dwelling v PERMIT NO. 0'- < Material Liquid capacity in gallons Well Foundation Nearest lot line PERMIT NO. j L2 DISTANCE TO: _ U-� No. of lines Length of each line Total length of lines Trench width Distance between lines p 2 w ___ - inches Material beneath file Total effective absorption area r� F. Top of rile to finish grade inches r - - Length Width Depth PERMIT NO, w i7 4 Type of crib Crib diameter Crib depth Total effective absorption area ga w _ wWell Building foundation Nearest lot line DISTANCE TO: w Class Depth Driller Distance to lot line PERMIT NO. a w S DISTANCE TO: Building foundation Sewer line Septic tank Absorption areas) OTHER PIPE MATERIALS If SOIL TEST RATING INSTALLER R EMAR KS— l.. �%��5I, -:�°. IIF. .J, 0/1 ti - ti ^ APPROVED - - DATE LEGAL /{/ 1 MA "M TAWAIT OF 1 MY. A H SID UNT TANKSO M. I KAI ' ;T TVIA Tv SM07T, BY Y K IMS 7 W AT 0 A f "Ich 17100- 13 75 C� 2 i I AM TWIT 111101 FRIT: ANDURNIF, (W 99 VIC) 171 IN i i! R&M CONSULTANTS, INC. 5024 CORDOVA Y BOX 6081 IS ANCHORAGE, ALASKA 99542 M PH. 907-279-0683 • TLX. 090-25360 ENGINE[RS GEOLOGISTS PLANNERS SURVEYORS February 3, 1977 Mr. Ken Best Bavarian Builders SRA Box 78-B Anchorage, Alaska 99507 R & M No. 751106 Re: Test Hole and Soil Log Report for Sanitary System Lot 1, Block 1, Four Ways Subdivision; NE's, Section 14, T12, R3W, S.M., Anchorage, Alaska Dear Mr. Best: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This in- vestigation was performed in accordance with your request of February 2, 1977, and those procedures outlined in a letter dated July 15, 1975, by Mr. Rolf Strickland of the Municipality of Anchorage Department of Environmental Quality. A single test hole was put down within the subject site area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with an auger type drilling rig and the test hole was extended to a total depth of 20 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Groundwater was not encountered in the test hole while drilling. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, & M CONSULTANTS, R),/2/7 INC. %o *Z -L James W. Rooney Vice President JWR/sc xc: Mun_cipality of Anchorage ANCHORAGE FAIRBANKS JUNEAU VALDEZ WASILLA TH 1 2-2-77 0.0' xti ORGANIC SILTY SAND —1.0' SILTY SAND (SM) 5.0' SILTY SAND W/ TRACE GRAVEL (SM).4 8.01 :l SAND w/ TRACE SILT (SW),,�h Boulder. at 14' _— _— — — —15.0' Test hole locations are approximate and have not been located by survey methods. Boulder at 17' SAND w/ TRACE SILT (SP)1n(' 20.0' T.D. No Water Table This log represents subsurface soil conditions within Lot 1, Block 1, Four Ways Subdivision, NES, Sec. 14, T12, R3W, S.M., Anchorage, Alaska DWN VIZ C F. B. CKD JP9A SANITARY SEWER TEST HOLE GRID R&M CONSULTANTS, INC. 2434 DATE 2-3-77 `".'"""• ..a ooww ��Nw�n +v�•ow• BAVARIAN BUILDERS PROJ.NO. ANCHORAGE, ALASKA 751106 q('. 61 F- 1II-'2 I I nwr_ Nin n-nl GREs, cR ANCHORAGE AREA BOk,,,JGH - Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REP0)ZT�ON-SITE SEWAGE DISPOSAL SYSTEM NAME¢� 0`—®'"J-��"'�L`n1MAILINGADDRESS ._s%_1�-�.:._-2 PHONE_��n�'l�� LOCATION LEGAL LEGAL DESCRIPTION__�_�'�"`-� SEPTIC TANK: DISTANCE NUMBER OF FROM WELL 106 MANUFACTURER _ �^ MATERIAL COMPARTMENTS INSIDE LENGTH_ INSIDE WIDTH LIQUID DEPTH _- LIQUID CAPACITY �?� GALLONS. TILE DRAIN FIELD: TOTAL LENGTH y Qj DISTANCE FROM WELL FOUNDATION NEAREST LOT LINE_ __OF LINES NUMBER OF LINES_—��✓✓ DISTANCE BETWEEN LINES TRENCH WIDTH Yb IN. TOTAL EFFECTIVE ABSORPTION AREA `F w_ SQ. FT, LENGTH OF EACH LINE DEPTH OF FILTER 1 C, DEPTH: TOP OF TILE TO FINISH GRADE ---MATERIAL BENEATH TILE.J _IN. ABOVE TILE WELL: (/� �jq +,( TYPE -6A��" _.— CONSTRUCTION_ r`` —___—_ _DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION _ LOT LINE , SEWER LINE , TANK , SYSTEM-------- CESSPOOL YSTEM CESSPOOL —_ OTHER SOURCES - - - APPROVED.- — DISAPPROVED _REMARKS DISTANCES:— _.— �J DIAGRAM OF SYSTEM INSTALLED BY: SEWER LINE DEPTH: PIPE MATERIAL: LOT SLOPE: REMARKS: DATE ' 3_?) APPROVED G.A.A.B. n4M onj� i"! W 1 4 HNX )ill V 7.11 11 th" PAKAY 14A A 11 i 165K i T? � VQ P 1 I , ;j::_A OW 1 'N' "N �: L I .. N 1 Ill, W! 11 MMM i Kid 0>1 T, M yi 1 --: 04r, Q 1 n I 14L f0 1 S A ho: 1 PIT 1 1 i ( 1 11 rn V W f 1 A - 1 1-1k Molkik P! Ok kw a P, r ni tit: v i nownw, ow v i L 1 n. 1 1 HV opol "OpY K 1 l," M GO q "in wf G Hil .!i .' 1 !1 J1, i j jj':7i i !-1 inq Q 1]+ 1 MAQ1 j 1 tjrq q (01 1 .:C. :,::! JAW&A , 1 W1 i 01 4 0-11 M IN L 51 UK 0now CA 1 I I UnAwki F1 1 1 Wr� i 1 , E i:J 1V 1 it), d'! an 1 1F 1 P47 1AGMA 1 i i dA ( t N 1- Kv 1 > �0�4 jW 1 Thm h 1, AM , I ion �-14 4 A if", 9, 'V PH (jY !1 1 W W- Q x IT 1 lan ply P Y"ji PPID "fay FBI — � E 1 A MAP, t , I �1' Kno Lw -! 1 1 it i iiij: RKA VA Ask i I h?;% 501 i -I AT top W- f I:! T!, 1 I -H;:: i o�-i 1 i j 1 11 !."; ..'1 ij " I_ 1 ! 1. 1:i' 1 nY' 111 , )to!, PIT, vkh" 1 im nj A Ed 12 C51GQ,pm fnj_ PrAl" 1 And p 1 inop qq Qop ')y G-2-- ? 1 Date: Contractor: Job Site: Legal Description: wim I min. 2 3 Lf 5 6 7 9 12 16 12 2r ID PUMP & WELL 8537 HARUELL STREET ANCHORAGE, ALASKA 99507 907 — 344-0732 L G. I .ii. ump 'Iypc:'pt' -, P, P - '\'- 1wrkpirI6 I-evel; 61uatic Level: f069 "tart 'I iii,.c: Znd 'I iric: 39 40 112 44 pecl od- bj MUNICIPALITY OF ANCHORAGE DIVISION OF ENV.CRONMEN I, HEAUM DEPARTMENT OF HEALTH AND L'WIRONMENTAi, PRO:CEC'T'T.ON APPLICATION FOR HEALTH AU'T'HORITY APPROVAL, CFR7.'1FICA`fE 1, Goreral Information Application Date��_.� (a) Legal. Description (include lot, block, subdivision, siacti.on, taanship, range) I Location (address or directions) (b) Applicants Naive phone- Applicants Address (c) Applicant its (cheep on--) Londing Institution f � ; Ckrr:er/bui.l.der % ; Buyer 01--herT (explain) (d) Lerdi.ng Institution Address (e) Rnal. Estate Co. & Agent. Address Telephone _ __ 2, '1' T)e of 114-siderice Single -Family r Nixmkx-,r of Bedrexc r -, 3, Water_ Sully Multi. -Faini.l_y Indi.Vidual. 'r�'211. F�J- Corratunity 1-= Other (dc; scrr_be ) Public Tn:l.e I�orc Note: If craiimunity well system, must have mci.t.ten confirmation from the State Depatftmnt of Environia--ntal. Conservation atto-sting to U—n legality and status. i Is the well, adequate for the numbers of bcdrocros- spe^if Led in this HAA (Y/N): 4. Sewn e Disposal Onsite � ,Y� I?l.ialic �I ( rrimunity � Ho-IcU'ng T tt:lc :L's the wastewater disposal system adequate for- the rwnber of Ledrocims (YM) (Page 1 of 21 2--15--84 5. EnJi�neerinq Firm Providing Inspections, Tests Data and informaKon I certify that I have chocked, verified, or conf-.ormed to all MOA HAA Guidelines in effect o; the date of this inspection. signed � Gate Name of Firm Address Signed by Gate (ENGINEER SEAL) 6. GHfP Approval Approved for `� T bedrooms Pl' Approved \-�. DisaptsiToved `Perms of Conditional Approval. i Conditional Date, i the Municipality of Anchorage Department. of Oalth and Environwntal Protection does not guarantee the continued satisfactory performance of the water supply and/or the wastewater disposal system. This approval indicates that, as of the validation date shaan above, based on the data and information furnished ty an engineer registered in the State of Alaska, the water supply and wastewater disposal :system is safe and fun(c- tional for the rsumber of bedreotrs and type of stcuctu7e indicated. ( D.)HEP SEAL) 7e Mail the HAA to the following address: X32/d5/s [Page 2 of 21 2-1.5--84 ULM Uh MALIN & ENVIRONMENTAL PROTECTION M AY 81984 MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) RECEIVED CHECKLIST - FEBRUARY 1984 // ) A. WELL DATA Legal Description: Gd� Well Classification &jaailiclka-/ If A, B, or C, b.E.C. Approved(Y/N)a. �® Well Log Present/l(�Y/N) Date Completed Gr��w� , Yield Total Depth Cased to Depth'of Groutingni,,,e, Static Water Level Pump Set Ato��-� Casing Height Above Ground � Sanitary Seal on Casing (Y/N) � S Electrical Wiring in Conduit (Y/N) YL Depression Around Wellhead (Y/tJ) Separation Distances from We11: To Septic/Holding Tank on Lot /S �5"o �-y ; On Adjoining Lots > /10 To Nearest Edge of Absorption Field on Lot }- /00 l On Adjoining Lots > /04' To Nearest Public Sewer Line To nearest Public Sewer /4',? o 7y Cleanout/Manhole ^1/a To Nearest Sewer Service Line on Lo�` Water Sample Collected By ins% Date_ ` Water Sample 'rest Results/ �vt fir Cotiments Al -ell -17lr,/4fin 'Ze. B. SEPTIC/HOLDING TANK DATA Date Installed X x'3177 Size / e) 0 4r-) No. of Ccupartments Standpipes (Y/N) Air -tight Caps (Y/N) s Foundation Cleanout Depression over Tank (Y/N) ,v/0 Date Last Pumped Pumping/Maintenance Contract on File (Y/N) 1K, ; for _ i✓ Holding Tank High -Water Alarm (Y/N) 6t'Z Temporary Holding Tank Permit (Y/N) /✓1f Separation Distances from Septic/Holding Tank: To h7ater-Supply Welles-�.s-'� �o C. o. To Building Foundation 3751 To Property Line _ / U ' To Disposal Field a% ' To Water Main/Service Line u s/ire To Stream, Pond, Lake, cr Major Drainage Course ComTents [Page 1 of 21 2a.15-84 C. ABSORPTION FIELD DATA 74, Soils Rating in Absorption Strata /-G of System Design ', Date . Installed' 4L /7 7 Length of Field a� Width of Field �jf �f� ` Depth of Field �( Gravel Bed Thicknes ` Square Feet of Absorption Area 7 y Standpipes Present (Y/N) Depression over Field (Y/N) Date of Last Adequacy Test ZX Results of Last Adequacy ests%ae77r+-Ll Separation Distance from Absorption Field: a To Water -Supply V,1�11 > / 9 o ` To Property Line To Building Foundation 6 a' To Existing or Abandoned System cn Lot iyir On Adjoining Lots > To Water Main/Service Line a r/ag To Cutbank(if present) 7' To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area �/ 1 Comrents D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes(Y/N) Comments Dirrensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA ** Check Permitted Bedrocm Rating Against HAA Request ** S 4l Ngo ynf I certify that I have checked, verified, or, conformed to all MOA HAA Guidelines in effect on the date of this inspection. Signed `sL'��c�� Date�a 6 "/ Company MOA No. KB1/d5/s [Page 2 of 21 ENGINEERS SEAL 2-15-84 1� F APPL AT FILLS OUT UPPER Hb ONLY Time Property Owner ];= f' -J 6 e Phone Mailing Address Y3 cT x 4 I '-' Zip Code Date Buyer i iSC.0 nik i—,Vie f Address v��.�� , /1 �_'� i Zip Code LendingInstitution ��- Phone Address 40( to Nl';Z'�f'7�- �'L il�.%�i J'L Vc Zip Code /� j_.-�J._�j ,? % % ._/7'.`�•..�. / Realty Co. &Agent�zJ) aao C!' L2M / `� � /� V � �_. Phone Address,%) `) 6,qy;. _p 4/J p �- 7 lw �% 5 / ,S c'u.� c� � Zi Code ACJ '- Legal Description ,)-7— Inspector Street Location !J Type of Residence { 0 Single Family Field Notes:, ❑ Multiple Family No. of Bedrooms ❑ Other Wart�e,r Supply -_� ( ,3) APPROVED BEDROOMS '}" Individual ATTACH.WELL LOG. A well log is required for all wells drilled since June 1975. ❑ Community .... For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility ( ) CONDITIONAL APPROVAL' Sewer Disposal >10 Individual Year Individual Installed: 7 DATE 7 r Z 1-1Public Utility When Connected to Public Lillily: ❑ Holding Tank BY: NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date -7 — /G Inspector Inspector Inspector Inspector Field Notes:, ( ,3) APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL' DATE 7 r Z BY: Soils Rating Date Sewer Installed o Absorption Area Well Log Received /Kti TWello Tank Septic Tank Size *�yv 72023 (3182) To . �a„il��ltP\ �kin EXCAVATION WORK July 15, 1982 k ReMax ATT ENT TON: Joe Ravenel 2702 Gambell. Anchorage, Alaska 99503 Dear Mr. Ravenel, Reference: Lot 1 Block 1; Four Ways Subdivision ROBERT A. SHAFER CIVIL ENGINEER 694-2979 A sewer system adequacy test was performed on the system located on the referenced property as you requested. The septic tank was pumped and verified to have a capacity in excess of 1000 gallons. The absorption trench was tested by a continuous flow of 493 gallons of water over a period of 24 hours without any adverse effect on the system. Tt can be concluded from this test that the waste water disposal system serving the three bedroom .residence located on this property is currently functioning adequately. However, the system cannot be guaranteed against subsequent failures. Tf we may be of further service, please do not hesitate to call. Sincerely, ROBERT A. SHAFER, P.J.P. RAS/ss cc: General Credit Corporation Municipality of Anchorage Department of Health and Environmental Protection SRB196X EAGLE RIVER. ALASKA July 1 €�, 1 t)" 2 T;en Tic) s,t. P.O. 1;ox �-•l1.7 71.t1E".11c)2:'%:?cltn, A...' ctrl 01) iil't)'1C'C%. Lot: .1- !;l.nc?'_ 1. vour '•'Ti7.?7S `ilibdi-vi.�;:-on A-p-orovlll. FOO t:ll^ i_11(17.Vi.(li.m..1 sewor r and.. t'7rit nr faci,l i ti esi (C�umoi-. be ;rantod until, t.11c3 `011-mainC "1."t 31?l:i lL'..VE brl-m ('.o`tlt)l,!?Lerla ?1 1•101.1 LPA to i.'17._, of I -'7.(:e. 1:C>a- nu.- ;an 1 n r,, 1.1't �c t o 1`_fZE'. 1VE?.i.l. }1F'il'% are in vi.ol.;lt i.nn Fl „i r i �' i t i l e 1-)E, ?lvr tlj Q`d o,: t�ncs ilnni.r_ i.nral.i.t.v o. 1na11clr ag c_c)E.c rinr., rn;t.;1. rMEI IV€ i S report nnocls to 1")(? Sl7',: )1"!1l_t'_i.')fl to thin > t_Z:. 1 n Cl'lea'I Lal.-), .)fi`I3 Street, C)t' '+ _;' OUT I.-CWiew. offi_r�( rrnrl e ieT)i:.7(I 'f.;1 nl- plinipen wi.'th. rl r C: E; 1Tl't, F.a 11)r111,t I --ed t-tl 'l:}17. fl t?'pa r t:t'l.-n t . An nond f_n 110 Ott the tax i crci_ncr (/ j_C ,_ cl)I1-irj _ re,a \,7i 1.3. (le'termine it' too Cl`r>rii ErI:1 7. t7 nr1t> 1uilic, lccordi.nq to Magi -on 1 SLctllclrlrfl,. A listing Of' -r)}^i_VC)t: f:'. '('. i_T1[l`-3 j)r''r-ormirl j t1le test 13 enclo sf �Cl. `i_'rl7,r! rc!port. nne(ls to be Fall-)rni.t.tncl J -r) t-_11i_s rfd'9.C,) for oui r v cs r. not.i_t';